A. NUDD CORPORATION 1743 ROUTE 104, BOX 577 ONTARIO, NY 14519 (315) 524-2531 FAX (315) 524-4249 ...

FRED A. NUDD CORPORATION 1743 ROUTE 104, BOX 577

ONTARIO, NY 14519 (315) 524-2531 FAX (315) 524-4249

www.nuddtowers.com

___________________________________________________________________________________________________________________ Mark LeGaultCordless Data Transfer, Inc.600 Old Hartford RoadColchester, CT 06415March 18, 2015

Fred A. Nudd Job Number: 215 35024

Location: 2 Hinkley Hill Road, Norwich, CT 06360, New London County (Lat. & Long: 41 30 53.45, 72 03 42.08)

Subject: Structural Analysis of a 150 ft Self Supporting Tower

Fred A. Nudd Corporation has completed a three dimensional, finite element model structural analysis of theabove noted self supporting tower. This tower was analyzed considered appurtenance loads noted in theappurtenance loading table on the following page. The design loading criteria and strength design are per theTIA/EIA 222 F standard, which is the recommended design standard per the 2003 International Building Code (Sec.1609 & 3108), including 2005, 2009, 2011 & 2013 Connecticut Building Code Amendments. Additional standardsused in this analysis include the AISC Manual for Steel Construction, Allowable Stress Design, 9th Ed. and ACI 31805, Building Code Requirements for Structural Concrete and Commentary. Tower and foundation dimensions havebeen taken from original design drawings by Fred A. Nudd Corporation (Drawing Number 99 6864 1 & 99 6864 2R,dated July 22, 1999 & November 20, 1999). Onsite subsurface conditions were taken from a geotechnical reportby Coneco (Project Number C104.0CDT, dated November 15, 1999). The tower is assumed to be in good,undamaged and equivalent to as new condition and has been maintained / inspected per criteria by TIA 222.

The purpose of this analysis is to determine the structure’s ability to support new Sprint equipment installed at arad center of 140 ft above ground level (AGL). The new equipment to be installed, which included antennas, coax,mounts and associated hardware are listed on the following page in the appurtenance loading table.

Results of the analysis indicate the tower will be able to the support the design loads noted in the appurtenanceloading table on the following page. Specific section design loads, capacities and stress ratios are provided on thefollowing pages. Maximum member usage was found to be 84%. Detailed calculation of the applied forces andmember capacities are provided in the following pages.

The tower base foundation was analyzed using soil properties from the aforementioned geotechnical report.Based on this analysis, the foundation is capable of supporting the existing and proposed equipment. Factor ofsafety in excess of two was calculated regarding foundation resistance to applied axial and lateral loads. Detailedcalculation of the applied forces and member capacities are provided in the following pages.

In conclusion, the tower superstructure and substructure can support the listed existing and proposedappurtenance loading.

We trust this report satisfies your needs. Please contact us with any questions or concerns regarding this report.

Best Regards,

Fred. A. Nudd Corporation

David Tan, P.E. (CT PE # 22092)

Code Design Criteria

TIA/EIA 222 FWindspeed = 85 mph, fastest mileExposure = CRadial Ice = 0.5 inchIce Windspeed = 74 mph, fastest mile

Appurtenance Loading – Existing and To Remain on Tower

Height (ft) Carrier Appurtenance Mount Coax (in)

150 T Mobile

(3) RFS APX16DWV 16DWVS E A20(6) RFS APXV18 209014 C

(3) TMA(6) RFS ATMPP1412D 1CWA

(3) 12 ft Boom /Frame (18) 1 5/8

140 Sprint

(1) KMW ET X TU 42 15 37 18 IR RA(1) RFS APXVSPP18 C A20(1) RFS APXV9ERR18 C A20

(3) Alcatel Lucent 4X45 65 RRU(3) Alcatel Lucent 2X50W RRU

(3) 12 ft Boom /Frame

(3) 1 1/4Hybriflex

127.5 Verizon

(3) Antel BXA 70063 6CF 2(4) RFS APL868013

(6) RFS FD9R6004/2C 3L(3) Rymsa MG D5 800T2

(1) Antel BXA 171085 12CF(2) Antel BXA 171063 12CF

(2) RFS APL866513(3) Alcatel Lucent RRH2x40 AWS

(1) RFS DB T1 6Z 8AB 0Z


(12) 1 5/8(1) 1 5/8 Fiber

Cable

115 AT&T Mobility (3) Powerwave 7770.00(6) Powerwave LGP21401

(3) 10 ft Boom /Frame (12) 1 1/4

Height measurement taken as distance from top of base foundation to center of appurtenance.

Appurtenance Loading – Additional Loading Configuration For Sprint

Height (ft) Carrier Appurtenance Mount Coax (in)

140 Sprint (3) Alcatel Lucent 1900 MHz RRH, 65 MHz(3) RFS IBC1900BB 3


Height measurement taken as distance from top of base foundation to center of appurtenance.

MaximumMember Usage

Member PercentageLeg 73

Diagonal 84

Horizontal 2

Anchor Bolts 73

Splice/Connection Bolts 84

Percentage equal to or less than 100% denote member stress levels are satisfactory for loading.Percentage greater than 100% indicates member strengthening is required.

Foundation Reaction Usage

Design Load Capacity (kip) Design Load (kip) PercentageCompression / Leg 288.6 234.0 81

Uplift / Leg 318.8 197.2 62

Shear / Leg 47.9 23.3 49

Percentage equal to or less than 100% denote foundation is satisfactory for loading.Percentage greater than 100% indicates foundation strengthening is required.

Phone: FAX:

Job: 150' SS Tower Norwich, CT. Analysis Project: 215-35024 Client: CDT Drawn by: FAN App'd:

Code: TIA/EIA-222-F Date: 03/18/15 Scale: NTS Path:

C:\Users\Bryan\Documents\Fred Nudd Projects\215-35024 Norwich Preston Structural Analysis for Sprint\RISA Files\215-35024 Norwich Preston Analysis for Sprint + Existng Sprint.eri

Dwg No. E-1

150.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

0.0 ft

REACTIONS - 85 mph WINDTORQUE 6877 lb-ft

36564 lbSHEAR

3241418 lb-ftMOMENT

30849 lbAXIAL

74 mph WIND - 0.5000 in ICETORQUE 6667 lb-ft

37507 lbSHEAR

3385910 lb-ftMOMENT

50372 lbAXIAL

SHEAR: 23265 lbUPLIFT: -197200 lbDOWN: 233989 lb

MAX. CORNER REACTIONS AT BASE:

Sec

tion

T1T2

T3T4

T5T6

T7T8

Leg

sP2

.5x.

203

P4x.

237

P5x.

258

P6x.

28P8

x.32

2P8

x.5

Leg

Gra

deA5

00M

-54

Dia

gona

lsA

L2x2

x3/1

6L2

1/2

x2 1

/2x3

/16

L3x3

x3/1

6L3

1/2

x3 1

/2x1

/4

Dia

gona

l Gra

deA3

6

Top

Girt

sL3

x3x1

/4N

.A.

Fac

e W

idth

(ft)

68

1012

1416

18

# P

anel

s @

(ft)

2 @

4.3

3333

8 @

4.6

6667

9 @

6.2

54

@ 9

.333

33

Wei

ght (

lb)

421.

579

1.8

1140

.714

85.0

1986

.326

80.9

3829

.539

48.6

1628

4.4

RFS APX16DWV-16DWVS-E-A20 (T-Mobile)

150RFS APX16DWV-16DWVS-E-A20 (T-Mobile)

150RFS APX16DWV-16DWVS-E-A20 (T-Mobile)

150(2) RFS APXV18-209014-C (T-Mobile) 150(2) RFS APXV18-209014-C (T-Mobile) 150(2) RFS APXV18-209014-C (T-Mobile) 150Nudd TMA (T-Mobile) 150Nudd TMA (T-Mobile) 150Nudd TMA (T-Mobile) 150(2) RFS ATMPP1412D-1CWA (T-Mobile)

150(2) RFS ATMPP1412D-1CWA (T-Mobile)

150(2) RFS ATMPP1412D-1CWA (T-Mobile)

150Nudd 12' boom 150Nudd 12' boom 150Nudd 12' boom 150KMW ET-X-TU-42-15-37-18-IR-RA 140RFS APXVSPP18-C 140RFS APXV9ERR18-C-A20 140Alcatel Lucent 1900 MHz 140Alcatel Lucent 800 MHz 140Alcatel Lucent 1900 MHz 140Alcatel Lucent 800 MHz 140Alcatel Lucent 1900 MHz 140Alcatel Lucent 800 MHz 140Nudd 12' boom 140Alcatel Lucent 1900 MHz RRH 140Alcatel Lucent 1900 MHz RRH 140Alcatel Lucent 1900 MHz RRH 140RFS IBC1900BB-3 140RFS IBC1900BB-3 140RFS IBC1900BB-3 140Antel BXA-171085-12CF (Verizon) 127.5Antel BXA-171063-12CF (Verizon) 127.5Antel BXA-171063-12CF (Verizon) 127.5Alcatel Lucent RRH2x40 AWS (Verizon)

127.5Alcatel Lucent RRH2x40 AWS (Verizon)

127.5Alcatel Lucent RRH2x40 AWS (Verizon)

127.5RFS DB-T1-6Z-8B-0Z (Verizon) 127.5(2) RFS APL868013 (Verizon) 127.5(2) RFS APL868013 (Verizon) 127.5(2) RFS APL866513 (Verizon) 127.5(2) RFS FD9R6004/2C-3L (Verizon) 127.5(2) RFS FD9R6004/2C-3L (Verizon) 127.5(2) RFS FD9R6004/2C-3L (Verizon) 127.5Nudd 12' boom 127.5Nudd 12' boom 127.5Nudd 12' boom 127.5Rymsa MG D5-800T2 (Verizon) 127.5Rymsa MG D5-800T2 (Verizon) 127.5Rymsa MG D5-800T2 (Verizon) 127.5Antel BXA-70063/6CF-2 (Verizon) 127.5Antel BXA-70063/6CF-2 (Verizon) 127.5Antel BXA-70063/6CF-2 (Verizon) 127.5Powerwave 7770.00 (ATT) 115Powerwave 7770.00 (ATT) 115Powerwave 7770.00 (ATT) 115(2) Powerwave LGP21401 (ATT) 115(2) Powerwave LGP21401 (ATT) 115(2) Powerwave LGP21401 (ATT) 115Nudd 10' boom 115Nudd 10' boom 115Nudd 10' boom 115Andrew SBNH-1D6565C (ATT) 115(2) Ericsson RRUs11 (ATT) 115(2) Ericsson RRUs11 (ATT) 115(2) Ericsson RRUs11 (ATT) 115Raycap DC6-48-60-18-8F (ATT) 115KMW AM-X-CD-16-65-00T-RET (ATT) 115Powerwave P65-17-XLH-RR (ATT) 115DESIGNED APPURTENANCE LOADINGTYPE TYPEELEVATION ELEVATION


150


150


150

(2) RFS APXV18-209014-C (T-Mobile) 150(2) RFS APXV18-209014-C (T-Mobile) 150(2) RFS APXV18-209014-C (T-Mobile) 150Nudd TMA (T-Mobile) 150Nudd TMA (T-Mobile) 150Nudd TMA (T-Mobile) 150(2) RFS ATMPP1412D-1CWA (T-Mobile)

150

(2) RFS ATMPP1412D-1CWA (T-Mobile)

150

(2) RFS ATMPP1412D-1CWA (T-Mobile)

150

Nudd 12' boom 150Nudd 12' boom 150Nudd 12' boom 150KMW ET-X-TU-42-15-37-18-IR-RA 140RFS APXVSPP18-C 140RFS APXV9ERR18-C-A20 140Alcatel Lucent 1900 MHz 140Alcatel Lucent 800 MHz 140Alcatel Lucent 1900 MHz 140Alcatel Lucent 800 MHz 140Alcatel Lucent 1900 MHz 140Alcatel Lucent 800 MHz 140Nudd 12' boom 140Alcatel Lucent 1900 MHz RRH 140Alcatel Lucent 1900 MHz RRH 140Alcatel Lucent 1900 MHz RRH 140RFS IBC1900BB-3 140RFS IBC1900BB-3 140RFS IBC1900BB-3 140Antel BXA-171085-12CF (Verizon) 127.5Antel BXA-171063-12CF (Verizon) 127.5

Antel BXA-171063-12CF (Verizon) 127.5Alcatel Lucent RRH2x40 AWS (Verizon)

127.5

Alcatel Lucent RRH2x40 AWS (Verizon)

127.5

Alcatel Lucent RRH2x40 AWS (Verizon)

127.5

RFS DB-T1-6Z-8B-0Z (Verizon) 127.5(2) RFS APL868013 (Verizon) 127.5(2) RFS APL868013 (Verizon) 127.5(2) RFS APL866513 (Verizon) 127.5(2) RFS FD9R6004/2C-3L (Verizon) 127.5(2) RFS FD9R6004/2C-3L (Verizon) 127.5(2) RFS FD9R6004/2C-3L (Verizon) 127.5Nudd 12' boom 127.5Nudd 12' boom 127.5Nudd 12' boom 127.5Rymsa MG D5-800T2 (Verizon) 127.5Rymsa MG D5-800T2 (Verizon) 127.5Rymsa MG D5-800T2 (Verizon) 127.5Antel BXA-70063/6CF-2 (Verizon) 127.5Antel BXA-70063/6CF-2 (Verizon) 127.5Antel BXA-70063/6CF-2 (Verizon) 127.5Powerwave 7770.00 (ATT) 115Powerwave 7770.00 (ATT) 115Powerwave 7770.00 (ATT) 115(2) Powerwave LGP21401 (ATT) 115(2) Powerwave LGP21401 (ATT) 115(2) Powerwave LGP21401 (ATT) 115Nudd 10' boom 115Nudd 10' boom 115Nudd 10' boom 115Andrew SBNH-1D6565C (ATT) 115(2) Ericsson RRUs11 (ATT) 115(2) Ericsson RRUs11 (ATT) 115(2) Ericsson RRUs11 (ATT) 115Raycap DC6-48-60-18-8F (ATT) 115KMW AM-X-CD-16-65-00T-RET (ATT) 115Powerwave P65-17-XLH-RR (ATT) 115

SYMBOL LISTMARK MARKSIZE SIZE

A L1 1/2x1 1/2x3/16

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

A500M-54 54 ksi 70 ksi A36 36 ksi 58 ksi

Phone: FAX:

Job: 150' SS Tower Norwich, CT. Analysis Project: 215-35024 Client: CDT Drawn by: FAN App'd:

Code: TIA/EIA-222-F Date: 03/18/15 Scale: NTS Path:

C:\Users\Bryan\Documents\Fred Nudd Projects\215-35024 Norwich Preston Structural Analysis for Sprint\RISA Files\215-35024 Norwich Preston Analysis for Sprint + Existng Sprint.eri

Dwg No. E-7

Feedline Distribution Chart0' - 150'

Round Flat App In Face App Out Face Truss Leg

Face A

140.00

120.00

100.00

80.00

60.00

40.00

20.00

0.00

150.00

Elev

atio

n (ft

)

(3) 1

1/4

(Spr

int)

Feed

line

Ladd

er (A

f)

Face B

5.005.00

140.00

5.00

140.00

5.00

127.50

5.00

115.00115.00

127.50

140.00

5.00

115.00

5.00

115.00115.00

5.00

127.50

(12)

LD

F7-5

0A (1

-5/8

FO

AM) (

Veriz

on)

Feed

line

Ladd

er (A

f)

LDF7

-50A

(1-5

/8 F

OAM

) (Ve

rizon

)

Face C

140.00

120.00

100.00

80.00

60.00

40.00

20.00

0.00

150.00

5.005.00

140.00

5.00

140.00

5.00

127.50

5.00

115.00115.00

127.50

140.00

5.00

115.00

5.00

115.00115.00

5.00

127.50

(18)

LD

F7-5

0A (1

-5/8

FO

AM) (

T-M

obile

)

(3) L

DF5

-50A

(7/8

FO

AM) (

Pagi

ng)

(12)

LD

F6-5

0A (1

-1/4

FO

AM) (

AT&T

)

Safe

ty L

ine

3/8

Feed

line

Ladd

er (A

f)

Feed

line

Ladd

er (A

f)

(2) 0

.65

DC

(AT&

T)

1.34

Fib

er (A

T&T)

3" R

igid

Con

duit

(AT&

T)

RRIISSAATToowweerr Job150' SS Tower Norwich, CT. Analysis

Page1 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Tower Input Data The main tower is a 3x free standing tower with an overall height of 150.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 6.00 ft at the top and 18.00 ft at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply:

Basic wind speed of 85 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 74 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. Weld together tower sections have flange connections.. Connections use galvanized A325 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications.. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards.. Welds are fabricated with ER-70S-6 electrodes.. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.

Options

Consider Moments - Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios Use Clear Spans For KL/r SR Leg Bolts Resist Compression Use Code Safety Factors - Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable

Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles

Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination


Page2 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Leg B Leg C

Leg A

Face

AFace

B

Face C

Triangular To wer

Wind Norma l

Wind 90

Wind 180

ZX

Tower Section Geometry

Tower Section

Tower Elevation

ft

Assembly Database

Description Section Width

ft

Number of

Sections

SectionLength

ftT1 150.00-140.00 6.00 1 10.00 T2 140.00-120.00 6.00 1 20.00 T3 120.00-100.00 6.00 1 20.00 T4 100.00-80.00 8.00 1 20.00 T5 80.00-60.00 10.00 1 20.00 T6 60.00-40.00 12.00 1 20.00 T7 40.00-20.00 14.00 1 20.00 T8 20.00-0.00 16.00 1 20.00

Tower Section Geometry (cont’d)

Tower Section

Tower Elevation

ft

Diagonal Spacing

ft

Bracing Type

HasK Brace

End Panels

HasHorizontals

Top Girt Offset

in

Bottom Girt Offset

inT1 150.00-140.00 4.33 X Brace No No 8.0000 8.0000 T2 140.00-120.00 4.67 X Brace No No 8.0000 8.0000 T3 120.00-100.00 4.67 X Brace No No 8.0000 8.0000 T4 100.00-80.00 6.25 X Brace No No 7.5000 7.5000 T5 80.00-60.00 6.25 X Brace No No 7.5000 7.5000 T6 60.00-40.00 6.25 X Brace No No 7.5000 7.5000 T7 40.00-20.00 9.33 X Brace No No 8.0000 8.0000


Page3 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Tower Section

Tower Elevation

ft

Diagonal Spacing

ft

Bracing Type

HasK Brace

End Panels

HasHorizontals

Top Girt Offset

in

Bottom Girt Offset

inT8 20.00-0.00 9.33 X Brace No No 8.0000 8.0000


Tower Elevation

ft

LegType

LegSize

LegGrade

Diagonal Type

Diagonal Size

Diagonal Grade

T1 150.00-140.00 Pipe P2.5x.203 A500M-54 (54 ksi)

Equal Angle L1 1/2x1 1/2x3/16 A36 (36 ksi)

T2 140.00-120.00 Pipe P2.5x.203 A500M-54 (54 ksi)

Equal Angle L2x2x3/16 A36 (36 ksi)

T3 120.00-100.00 Pipe P4x.237 A500M-54 (54 ksi)


T4 100.00-80.00 Pipe P5x.258 A500M-54 (54 ksi)


T5 80.00-60.00 Pipe P6x.28 A500M-54 (54 ksi)


T6 60.00-40.00 Pipe P8x.322 A500M-54 (54 ksi)


T7 40.00-20.00 Pipe P8x.5 A500M-54 (54 ksi)


T8 20.00-0.00 Pipe P8x.5 A500M-54 (54 ksi)



Tower Elevation

ft

SecondaryHorizontal Type

Secondary Horizontal Size

SecondaryHorizontal

Grade

Inner Bracing Type

Inner Bracing Size Inner Bracing Grade

T1 150.00-140.00 Solid Round A572-50 (50 ksi)

Solid Round 9/16 A572-50 (50 ksi)

















Page4 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Tower

Elevation

ft

GussetArea

(per face)

ft2

GussetThickness

in

Gusset Grade Adjust. FactorAf

Adjust. Factor

Ar

Weight Mult. Double Angle Stitch Bolt Spacing

Diagonals in

Double Angle Stitch Bolt Spacing

Horizontals in

T1 150.00-140.00

0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000

T2 140.00-120.00

0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000

T3 120.00-100.00

0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000

T4 100.00-80.00

0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000

T5 80.00-60.00 0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000

T6 60.00-40.00 0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000

T7 40.00-20.00 0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000

T8 20.00-0.00 0.00 0.0000 A36 (36 ksi)

1 1 1 36.0000 36.0000


K Factors1

Tower Elevation

ft

CalcK

Single Angles

CalcK

SolidRounds

Legs X BraceDiags

XY

KBraceDiags

XY

Single Diags

XY

Girts

XY

Horiz.

XY

Sec.Horiz.

XY

Inner Brace

XY

T1 150.00-140.00

Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T2 140.00-120.00

Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T3 120.00-100.00

Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T4 100.00-80.00

Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T5 80.00-60.00

Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T6 60.00-40.00

Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T7 40.00-20.00

Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T8 20.00-0.00 Yes No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.



Page5 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Tower Elevation

ft

Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal

Net Width Deduct

in

U Net Width Deduct

in

U Net WidthDeduct

in

U NetWidth

Deductin

U NetWidth

Deductin

U NetWidth

Deductin

U NetWidth

Deductin

U

T1 150.00-140.00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T2 140.00-120.00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T3 120.00-100.00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T4 100.00-80.00

0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75

T5 80.00-60.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 60.00-40.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T7 40.00-20.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T8 20.00-0.00 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75


Tower

Elevation ft

LegConnection

Type

Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal

Bolt Size in

No. Bolt Size in

No. Bolt Sizein

No. Bolt Sizein

No. Bolt Sizein

No. Bolt Size in

No. Bolt Sizein

No.

T1 150.00-140.00

Flange 0.7500 A325N

4 0.5000 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T2 140.00-120.00

Flange 1.0000 A325N

4 0.6250 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T3 120.00-100.00

Flange 1.0000 A325N

6 0.6250 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T4 100.00-80.00

Flange 1.0000 A325N

8 0.6250 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T5 80.00-60.00 Flange 1.2500 A325N

8 0.6250 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T6 60.00-40.00 Flange 1.2500 A325N

8 0.6250 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T7 40.00-20.00 Flange 1.2500 A325N

8 0.7500 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

T8 20.00-0.00 Flange 1.5000 F1554-36

8 0.7500 A325N

1 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0 0.6250 A325N

0

Feed Line/Linear Appurtenances - Entered As Round Or Flat

Description Face

orLeg

AllowShield

Component Type

Placement

ft

FaceOffset

in

LateralOffset

(Frac FW)

# # Per Row

ClearSpacing

in

Width or Diameter

in

Perimeter

in

Weight

plfLDF7-50A

(1-5/8 FOAM) (T-Mobile)

C Yes Ar (CfAe) 150.00 - 5.00 0.0000 -0.25 18 9 1.9800 1.9800 0.82

LDF5-50A (7/8 FOAM)

(Paging)

C Yes Ar (CfAe) 140.00 - 5.00 0.0000 -0.35 3 3 1.0900 1.0900 0.33


Page6 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Description Face or

Leg

AllowShield

Component Type

Placement

ft

FaceOffset

in

LateralOffset

(Frac FW)

# # Per Row

ClearSpacing

in

Width or Diameter

in

Perimeter

in

Weight

plf1 1/4

(Sprint) A Yes Ar (CfAe) 140.00 - 5.00 0.0000 -0.25 3 3 1.5500 1.5500 0.66

LDF7-50A (1-5/8 FOAM)

(Verizon)

B Yes Ar (CfAe) 127.50 - 5.00 0.0000 -0.25 12 12 1.9800 1.9800 0.82

LDF6-50A (1-1/4 FOAM)

(AT&T)

C Yes Ar (CfAe) 115.00 - 5.00 0.0000 0.25 12 6 1.5500 1.5500 0.66

Safety Line 3/8

C No Ar (Leg) 150.00 - 0.00 0.0000 0 1 1 0.3750 0.3750 0.22

Feedline Ladder (Af)

C Yes Af (CfAe) 150.00 - 0.00 0.0000 -0.25 1 1 3.0000 3.0000 12.0000 8.40


C Yes Af (CfAe) 115.00 - 0.00 0.0000 0.25 1 1 3.0000 3.0000 12.0000 8.40


B Yes Af (CfAe) 127.50 - 0.00 0.0000 -0.25 1 1 3.0000 3.0000 12.0000 8.40


A Yes Af (CfAe) 140.00 - 0.00 0.0000 -0.25 1 1 3.0000 3.0000 12.0000 8.40

0.65 DC (AT&T)

C Yes Ar (CfAe) 115.00 - 5.00 0.0000 0.25 2 2 0.6300 0.0000 0.15

1.34 Fiber (AT&T)

C Yes Ar (CfAe) 115.00 - 5.00 0.0000 0.25 1 1 0.6300 0.0000 0.15

3'' Rigid Conduit (AT&T)

C Yes Ar (CfAe) 115.00 - 0.00 0.0000 -0.25 1 1 2.0000 3.0000 2.80

LDF7-50A (1-5/8 FOAM)

(Verizon)

B Yes Ar (CfAe) 127.50 - 5.00 0.0000 -0.25 1 1 1.9800 1.9800 0.82

Feed Line/Linear Appurtenances Section Areas TowerSection

Tower Elevation

ft

Face AR

ft2

AF

ft2

CAAAIn Face

ft2

CAAAOut Face

ft2

Weight

lbT1 150.00-140.00 A

B C

0.313 0.000

15.163

0.000 0.000 2.500

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00

233.80 T2 140.00-120.00 A

B C

8.375 16.087 35.775

5.000 1.875 5.000

0.000 0.000 0.000

0.000 0.000 0.000

207.60 142.95 487.40

T3 120.00-100.00 A B C

8.375 42.900 51.150

5.000 5.000 8.750

0.000 0.000 0.000

0.000 0.000 0.000

207.60 381.20 780.95

T4 100.00-80.00 A B C

8.375 42.900 56.275

5.000 5.000

10.000

0.000 0.000 0.000

0.000 0.000 0.000

207.60 381.20 878.80

T5 80.00-60.00 A B C

8.375 42.900 56.275

5.000 5.000

10.000

0.000 0.000 0.000

0.000 0.000 0.000

207.60 381.20 878.80

T6 60.00-40.00 A B C

8.375 42.900 56.275

5.000 5.000

10.000

0.000 0.000 0.000

0.000 0.000 0.000

207.60 381.20 878.80

T7 40.00-20.00 A B C

8.375 42.900 56.275

5.000 5.000

10.000

0.000 0.000 0.000

0.000 0.000 0.000

207.60 381.20 878.80

T8 20.00-0.00 A 6.438 5.000 0.000 0.000 197.70


Page7 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

TowerSection

Tower Elevation

ft

Face AR

ft2

AF

ft2

CAAAIn Face

ft2

CAAAOut Face

ft2

Weight

lbB C

32.175 43.612

5.000 10.000

0.000 0.000

0.000 0.000

327.90 758.20

Feed Line/Linear Appurtenances Section Areas - With Ice TowerSection

Tower Elevation

ft

Faceor

Leg

IceThickness

in

AR

ft2

AF

ft2

CAAAIn Face

ft2

CAAAOut Face

ft2

Weight

lbT1 150.00-140.00 A

B C

0.500 1.146 0.000

23.496

0.000 0.000 3.056

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00

538.85 T2 140.00-120.00 A

B C

0.500 15.042 24.212 57.442

6.111 2.292 6.111

0.000 0.000 0.000

0.000 0.000 0.000

336.76 310.92 1155.77

T3 120.00-100.00 A B C

0.500 15.042 64.567 84.067

6.111 6.111

11.482

0.000 0.000 0.000

0.000 0.000 0.000

336.76 829.11 1760.16

T4 100.00-80.00 A B C

0.500 15.042 64.567 92.942

6.111 6.111

13.272

0.000 0.000 0.000

0.000 0.000 0.000

336.76 829.11 1961.63

T5 80.00-60.00 A B C

0.500 15.042 64.567 92.942

6.111 6.111

13.272

0.000 0.000 0.000

0.000 0.000 0.000

336.76 829.11 1961.63

T6 60.00-40.00 A B C

0.500 15.042 64.567 92.942

6.111 6.111

13.272

0.000 0.000 0.000

0.000 0.000 0.000

336.76 829.11 1961.63

T7 40.00-20.00 A B C

0.500 15.042 64.567 92.942

6.111 6.111

13.272

0.000 0.000 0.000

0.000 0.000 0.000

336.76 829.11 1961.63

T8 20.00-0.00 A B C

0.500 11.854 48.425 71.946

6.111 6.111

13.010

0.000 0.000 0.000

0.000 0.000 0.000

308.08 677.34 1610.70

Feed Line Shielding

Section Elevation

ft

Face AR

ft2

ARIce ft2

AF

ft2

AFIce ft2

T1 150.00-140.00 A B C

0.000 0.000 0.000

0.000 0.000 1.270

0.000 0.000 1.504

0.000 0.000 2.226

T2 140.00-120.00 A B C

0.000 0.000 0.000

0.820 1.128 2.610

1.077 1.517 3.391

1.640 2.256 5.221

T3 120.00-100.00 A B C

0.000 0.000 0.000

0.780 2.860 3.784

1.024 3.847 4.760

1.559 5.720 7.567

T4 100.00-80.00 A B C

0.000 0.000 0.000

0.592 2.171 3.201

0.971 3.650 5.002

1.479 5.428 8.003

T5 80.00-60.00 A B C

0.000 0.000 0.000

0.559 2.050 3.022

1.101 4.135 5.667

1.676 6.149 9.067

T6 60.00-40.00 A 0.000 0.539 1.061 1.616


Page8 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Section Elevation

ft

Face AR

ft2

ARIce ft2

AF

ft2

AFIce ft2

B C

0.000 0.000

1.977 2.915

3.988 5.465

5.930 8.744

T7 40.00-20.00 A B C

0.000 0.000 0.000

0.381 1.399 2.062

0.876 3.292 4.512

1.334 4.896 7.219

T8 20.00-0.00 A B C

0.000 0.000 0.000

0.309 1.048 1.593

0.720 2.474 3.527

1.080 3.667 5.576

Feed Line Center of Pressure

Section Elevation

ft

CPX

in

CPZ

in

CPXIce in

CPZIce in

T1 150.00-140.00 5.9789 8.2828 5.2625 8.0542 T2 140.00-120.00 4.1273 3.9171 3.9794 4.1722 T3 120.00-100.00 3.6129 0.9808 3.3257 1.4685 T4 100.00-80.00 3.6916 1.8181 3.3805 2.4991 T5 80.00-60.00 3.9732 1.8712 3.7271 2.6688 T6 60.00-40.00 4.1999 1.9123 4.0244 2.8141 T7 40.00-20.00 4.9205 2.1808 4.7729 3.2735 T8 20.00-0.00 4.3414 2.5533 4.1882 3.6226

Discrete Tower Loads

Description Face or

Leg

OffsetType

Offsets:Horz

LateralVert

ftftft

Azimuth Adjustment

°

Placement

ft

CAAA

Front

ft2

CAAA

Side

ft2

Weight

lb

RFS APX16DWV-16DWVS-E-A

20 (T-Mobile)

C From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

6.46 6.82

2.15 2.55

53.90 86.90


20 (T-Mobile)

A From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

6.46 6.82

2.15 2.55

53.90 86.90


20 (T-Mobile)

B From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

6.46 6.82

2.15 2.55

53.90 86.90

(2) RFS APXV18-209014-C (T-Mobile)

C From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

3.51 3.84

2.00 2.37

34.10 53.70


A From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

3.51 3.84

2.00 2.37

34.10 53.70


B From Leg 4.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

3.51 3.84

2.00 2.37

34.10 53.70


Page9 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Description Face or

Leg

OffsetType

Offsets:Horz

LateralVert

ftftft

Azimuth Adjustment

°

Placement

ft

CAAAFront

ft2

CAAASide

ft2

Weight

lb

0.00 Nudd TMA (T-Mobile)

C From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

1.40 1.64

1.40 1.64

5.00 8.00

Nudd TMA (T-Mobile)

A From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

1.40 1.64

1.40 1.64

5.00 8.00

Nudd TMA (T-Mobile)

B From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

1.40 1.64

1.40 1.64

5.00 8.00

Antel BXA-70063/6CF-2 (Verizon)

C From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

7.57 8.02

2.21 2.70

17.00 57.60


A From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

7.57 8.02

2.21 2.70

17.00 57.60


B From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

7.57 8.02

2.21 2.70

17.00 57.60

Powerwave 7770.00 (AT&T)

A From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

5.88 6.25

2.93 3.29

35.00 67.60


B From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

5.88 6.25

2.93 3.29

35.00 67.60


C From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

5.88 6.25

2.93 3.29

35.00 67.60

(2) Powerwave LGP21401 (AT&T)

A From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

1.95 2.11

0.53 0.63

31.00 42.00


B From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

1.95 2.11

0.53 0.63

31.00 42.00


C From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

1.95 2.11

0.53 0.63

31.00 42.00

(2) RFS APL868013 (Verizon)

C From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

2.87 3.17

3.61 3.92

8.20 33.60


A From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

2.87 3.17

3.61 3.92

8.20 33.60


B From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

4.29 4.62

3.73 4.05

15.70 47.00

(2) RFS FD9R6004/2C-3L (Verizon)

C From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

0.31 0.38

0.08 0.12

3.10 5.40


A From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

0.31 0.38

0.08 0.12

3.10 5.40


B From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

0.31 0.38

0.08 0.12

3.10 5.40

Rymsa MG D5-800T2 (Verizon)

C From Leg 4.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

3.45 3.80

2.22 2.60

19.80 39.90


Page10 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Description Face or

Leg

OffsetType

Offsets:Horz

LateralVert

ftftft

Azimuth Adjustment

°

Placement

ft

CAAAFront

ft2

CAAASide

ft2

Weight

lb

0.00 Rymsa MG D5-800T2

(Verizon) A From Leg 4.00

0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

3.45 3.80

2.22 2.60

19.80 39.90

Rymsa MG D5-800T2 (Verizon)

B From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

3.45 3.80

2.22 2.60

19.80 39.90

(2) RFS ATMPP1412D-1CWA

(T-Mobile)

C From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

1.17 1.30

0.42 0.52

12.50 19.50


(T-Mobile)

A From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

1.17 1.30

0.42 0.52

12.50 19.50


(T-Mobile)

B From Leg 4.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

1.17 1.30

0.42 0.52

12.50 19.50

Powerwave P65-17-XLH-RR (AT&T)

A From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

11.47 12.08

4.00 4.68

62.00 124.10

KMW AM-X-CD-16-65-00T-RET

(AT&T)

B From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

8.26 8.73

4.64 5.12

48.50 95.00

Andrew SBNH-1D6565C (AT&T)

C From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

11.41 12.03

7.70 8.36

60.90 126.60

(2) Ericsson RRUs11 (AT&T)

A From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

2.99 3.19

0.36 0.48

50.00 63.50


B From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

2.99 3.19

0.36 0.48

50.00 63.50


C From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

2.99 3.19

0.36 0.48

50.00 63.50

Raycap DC6-48-60-18-8F (AT&T)

A From Leg 4.00 0.00 0.00

0.0000 115.00 No Ice 1/2'' Ice

2.57 2.77

2.57 2.77

31.80 54.40

Antel BXA-171085-12CF (Verizon)

A From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

4.79 5.27

3.62 4.14

15.00 42.50


B From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

4.79 5.27

3.62 4.14

15.00 42.50


C From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

4.79 5.27

3.62 4.14

15.00 42.50

Alcatel Lucent RRH2x40 AWS

(Verizon)

A From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

2.52 2.72

1.59 1.77

44.00 61.40


(Verizon)

B From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

2.52 2.72

1.59 1.77

44.00 61.40


(Verizon)

C From Leg 4.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

2.52 2.72

1.59 1.77

44.00 61.40

RFS DB-T1-6Z-8B-0Z (Verizon)

A From Leg 4.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

5.60 5.87

2.33 2.53

30.00 66.10


Page11 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Description Face or

Leg

OffsetType

Offsets:Horz

LateralVert

ftftft

Azimuth Adjustment

°

Placement

ft

CAAAFront

ft2

CAAASide

ft2

Weight

lb

0.00 KMW

ET-X-TU-42-15-37-18-IR-RA

A From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

7.28 7.61

3.29 3.59

50.00 95.80

RFS APXVSPP18-C B From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

8.02 8.48

5.28 5.75

57.00 106.50

RFS APXV9ERR18-C-A20 C From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

8.02 8.48

5.81 6.27

62.00 114.00

Alcatel Lucent 1900 MHz A From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

2.41 2.59

2.47 2.66

60.00 84.70

Alcatel Lucent 800 MHz A From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

1.70 1.85

1.28 1.41

60.00 77.00

Alcatel Lucent 1900 MHz B From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

2.41 2.59

2.47 2.66

60.00 84.70

Alcatel Lucent 800 MHz B From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

1.70 1.85

1.28 1.41

60.00 77.00

Alcatel Lucent 1900 MHz C From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

2.41 2.59

2.47 2.66

60.00 84.70

Alcatel Lucent 800 MHz C From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

1.70 1.85

1.28 1.41

60.00 77.00

Nudd 12' boom C From Leg 1.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

17.10 21.40

9.30 21.40

254.00 376.00

Nudd 12' boom A From Leg 1.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

17.10 21.40

9.30 21.40

254.00 376.00

Nudd 12' boom B From Leg 1.00 0.00 0.00

0.0000 150.00 No Ice 1/2'' Ice

17.10 21.40

9.30 21.40

254.00 376.00


0.0000 127.50 No Ice 1/2'' Ice

17.10 21.40

9.30 21.40

254.00 376.00


0.0000 127.50 No Ice 1/2'' Ice

17.10 21.40

9.30 21.40

254.00 376.00

Nudd 12' boom B From Leg 1.00 0.00 0.00

0.0000 127.50 No Ice 1/2'' Ice

17.10 21.40

9.30 21.40

254.00 376.00


0.0000 115.00 No Ice 1/2'' Ice

15.50 19.60

9.30 19.60

255.00 367.00


0.0000 115.00 No Ice 1/2'' Ice

15.50 19.60

9.30 19.60

255.00 367.00


0.0000 115.00 No Ice 1/2'' Ice

15.50 19.60

9.30 19.60

255.00 367.00

Nudd 12' boom A From Leg 1.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

17.10 21.40

9.30 21.40

254.00 376.00


Page12 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Description Face or

Leg

OffsetType

Offsets:Horz

LateralVert

ftftft

Azimuth Adjustment

°

Placement

ft

CAAAFront

ft2

CAAASide

ft2

Weight

lb

0.00 Alcatel Lucent 1900 MHz

RRH A From Leg 4.00

0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

2.58 2.77

2.54 2.73

60.00 86.50

Alcatel Lucent 1900 MHz RRH

B From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

2.91 3.11

3.80 4.03

60.00 86.50

Alcatel Lucent 1900 MHz RRH

C From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

2.91 3.11

3.80 4.03

60.00 68.50

RFS IBC1900BB-3 A From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

1.41 1.55

0.63 0.74

22.00 31.00

RFS IBC1900BB-3 B From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

1.41 1.55

0.63 0.74

22.00 31.00

RFS IBC1900BB-3 C From Leg 4.00 0.00 0.00

0.0000 140.00 No Ice 1/2'' Ice

1.41 1.55

0.63 0.74

22.00 31.00

Tower Pressures - No Ice

GH = 1.133

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

T1 150.00-140.00

145.00 1.526 28 62.396 A B C

4.9934.9935.989

5.1044.792

19.954

4.792 47.4648.9718.47

0.000 0.000 0.000

0.0000.0000.000

T2 140.00-120.00

130.00 1.48 27 124.792 A B C

13.65310.08811.339

17.95825.67145.358

9.583 30.3226.8016.90

0.000 0.000 0.000

0.0000.0000.000

T3 120.00-100.00

110.00 1.411 26 147.509 A B C

14.59911.77614.613

23.40057.92566.175

15.025 39.5421.5618.60

0.000 0.000 0.000

0.0000.0000.000

T4 100.00-80.00

90.00 1.332 25 189.283 A B C

17.02514.34717.995

26.94961.47474.849

18.574 42.2424.5020.01

0.000 0.000 0.000

0.0000.0000.000

T5 80.00-60.00 70.00 1.24 23 231.055 A B C

21.92918.89522.363

30.49565.02078.395

22.120 42.1926.3621.95

0.000 0.000 0.000

0.0000.0000.000

T6 60.00-40.00 50.00 1.126 21 274.393 A B C

24.38321.45624.979

37.17371.69885.073

28.798 46.7830.9126.17

0.000 0.000 0.000

0.0000.0000.000

T7 40.00-20.00 30.00 1 18 314.393 A B C

23.75121.33625.116

37.17371.69885.073

28.798 47.2730.9526.14

0.000 0.000 0.000

0.0000.0000.000

T8 20.00-0.00 10.00 1 18 354.393 A 25.953 35.235 28.798 47.06 0.000 0.000


Page13 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

B C

24.19828.146

60.97372.410

33.8128.64

0.000 0.000

0.0000.000

Tower Pressure - With Ice

GH = 1.133

SectionElevation

ft

z

ft

KZ qz

psf

tZ

in

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

T1 150.00-140.00

145.00 1.526 21 0.5000 63.229 A B C

4.9934.9935.822

10.4539.307

31.533

6.458 41.81 45.16 17.29

0.0000.0000.000

0.0000.0000.000

T2 140.00-120.00

130.00 1.48 21 0.5000 126.458 A B C

14.2019.766

10.620

32.00340.86672.613

12.917 27.96 25.51 15.52

0.0000.0000.000

0.0000.0000.000

T3 120.00-100.00

110.00 1.411 20 0.5000 149.178 A B C

15.17511.01414.538

37.93785.382

103.959

18.364 34.58 19.05 15.50

0.0000.0000.000

0.0000.0000.000

T4 100.00-80.00 90.00 1.332 18 0.5000 190.952 A B C

17.62913.68018.266

41.56289.507

116.852

21.913 37.02 21.24 16.22

0.0000.0000.000

0.0000.0000.000

T5 80.00-60.00 70.00 1.24 17 0.5000 232.724 A B C

22.46517.99222.236

45.95293.986

121.388

25.459 37.21 22.74 17.73

0.0000.0000.000

0.0000.0000.000

T6 60.00-40.00 50.00 1.126 16 0.5000 276.062 A B C

24.93920.62524.972

53.454101.541128.978

32.137 40.99 26.31 20.87

0.0000.0000.000

0.0000.0000.000

T7 40.00-20.00 30.00 1 14 0.5000 316.062 A B C

24.40420.84325.681

52.405100.913128.624

32.137 41.84 26.39 20.83

0.0000.0000.000

0.0000.0000.000

T8 20.00-0.00 10.00 1 14 0.5000 356.062 A B C

26.70424.11729.106

49.87585.706

108.682

32.137 41.97 29.26 23.32

0.0000.0000.000

0.0000.0000.000

Tower Pressure - Service

GH = 1.133

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

T1 150.00-140.00

145.00 1.526 14 62.396 A B C

4.9934.9935.989

5.1044.792

19.954

4.792 47.4648.9718.47

0.000 0.000 0.000

0.0000.0000.000

T2 140.00-120.00

130.00 1.48 14 124.792 A B C

13.65310.08811.339

17.95825.67145.358

9.583 30.3226.8016.90

0.000 0.000 0.000

0.0000.0000.000

T3 120.00-100.00

110.00 1.411 13 147.509 A B

14.59911.776

23.40057.925

15.025 39.5421.56

0.000 0.000

0.0000.000


Page14 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

SectionElevation

ft

z

ft

KZ qz

psf

AG

ft2

Face

AF

ft2

AR

ft2

Aleg

ft2

Leg %

CAAAIn

Faceft2

CAAAOutFace

ft2

C 14.613 66.175 18.60 0.000 0.000T4

100.00-80.00 90.00 1.332 12 189.283 A

B C

17.02514.34717.995

26.94961.47474.849

18.574 42.2424.5020.01

0.000 0.000 0.000

0.0000.0000.000

T5 80.00-60.00 70.00 1.24 11 231.055 A B C

21.92918.89522.363

30.49565.02078.395

22.120 42.1926.3621.95

0.000 0.000 0.000

0.0000.0000.000

T6 60.00-40.00 50.00 1.126 10 274.393 A B C

24.38321.45624.979

37.17371.69885.073

28.798 46.7830.9126.17

0.000 0.000 0.000

0.0000.0000.000

T7 40.00-20.00 30.00 1 9 314.393 A B C

23.75121.33625.116

37.17371.69885.073

28.798 47.2730.9526.14

0.000 0.000 0.000

0.0000.0000.000

T8 20.00-0.00 10.00 1 9 354.393 A B C

25.95324.19828.146

35.23560.97372.410

28.798 47.0633.8128.64

0.000 0.000 0.000

0.0000.0000.000

Tower Forces - No Ice - Wind Normal To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

233.80 421.53 A B C

0.162 0.157 0.416

2.7282.7472.034

0.5830.5830.658

111

111

7.9707.784

19.122

1244.22 124.42 C

T2 140.00-120.00

837.95 791.76 A B C

0.253 0.287 0.454

2.4282.3321.966

0.6030.6120.675

111

111

24.47725.79641.969

2559.47 127.97 C

T3 120.00-100.00

1369.75 1140.72 A B C

0.258 0.473 0.548

2.4151.9381.846

0.6040.6840.723

111

111

28.72951.39062.456

3408.47 170.42 C

T4 100.00-80.00

1467.60 1485.02 A B C

0.232 0.401 0.491

2.4922.0631.913

0.5980.6520.693

111

111

33.12854.41869.843

3729.69 186.48 C

T5 80.00-60.00

1467.60 1986.33 A B C

0.227 0.363 0.436

2.5092.1421.997

0.5960.6370.667

111

111

40.11260.33174.651

3873.86 193.69 C

T6 60.00-40.00

1467.60 2680.91 A B C

0.224 0.339 0.401

2.5172.1962.062

0.5960.6290.652

111

111

46.52566.53980.449

3915.31 195.77 C

T7 40.00-20.00

1467.60 3829.48 A B C

0.194 0.296

0.35

2.6172.307

2.17

0.5890.6150.633

111

111

45.65265.40578.937

3591.18 179.56 C

T8 20.00-0.00 1283.80 3948.61 A B C

0.173 0.24

0.284

2.692.467

2.34

0.5850.5990.611

111

111

46.57360.74972.393

3551.07 177.55 C

Sum Weight: 9595.70 16284.35 OTM 1833929.37 lb-ft

25873.28

Tower Forces - No Ice - Wind 60 To Face


Page15 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

233.80 421.53 A B C

0.162 0.157 0.416

2.7282.7472.034

0.5830.5830.658

0.80.80.8

111

6.9726.786

17.924

1166.28 116.63 C

T2 140.00-120.00

837.95 791.76 A B C

0.253 0.287 0.454

2.4282.3321.966

0.6030.6120.675

0.80.80.8

111

21.74723.77839.701

2421.17 121.06 C

T3 120.00-100.00

1369.75 1140.72 A B C

0.258 0.473 0.548

2.4151.9381.846

0.6040.6840.723

0.80.80.8

111

25.80949.03459.533

3248.98 162.45 C

T4 100.00-80.00

1467.60 1485.02 A B C

0.232 0.401 0.491

2.4922.0631.913

0.5980.6520.693

0.80.80.8

111

29.72351.54966.244

3537.51 176.88 C

T5 80.00-60.00

1467.60 1986.33 A B C

0.227 0.363 0.436

2.5092.1421.997

0.5960.6370.667

0.80.80.8

111

35.72656.55270.179

3641.76 182.09 C

T6 60.00-40.00

1467.60 2680.91 A B C

0.224 0.339 0.401

2.5172.1962.062

0.5960.6290.652

0.80.80.8

111

41.64962.24775.454

3672.18 183.61 C

T7 40.00-20.00

1467.60 3829.48 A B C

0.194 0.296

0.35

2.6172.307

2.17

0.5890.6150.633

0.80.80.8

111

40.90261.13873.914

3362.65 168.13 C

T8 20.00-0.00 1283.80 3948.61 A B C

0.173 0.24

0.284

2.692.467

2.34

0.5850.5990.611

0.80.80.8

111

41.38255.90966.764

3274.94 163.75 C


24325.47

Tower Forces - No Ice - Wind 90 To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

233.80 421.53 A B C

0.162 0.157 0.416

2.7282.7472.034

0.5830.5830.658

0.850.850.85

111

7.2227.035

18.224

1185.77 118.58 C

T2 140.00-120.00

837.95 791.76 A B C

0.253 0.287 0.454

2.4282.3321.966

0.6030.6120.675

0.850.850.85

111

22.42924.28240.268

2455.74 122.79 C

T3 120.00-100.00

1369.75 1140.72 A B C

0.258 0.473 0.548

2.4151.9381.846

0.6040.6840.723

0.850.850.85

111

26.53949.62360.264

3288.85 164.44 C

T4 100.00-80.00

1467.60 1485.02 A B C

0.232 0.401 0.491

2.4922.0631.913

0.5980.6520.693

0.850.850.85

111

30.57452.26667.144

3585.55 179.28 C

T5 80.00-60.00

1467.60 1986.33 A B C

0.227 0.363 0.436

2.5092.1421.997

0.5960.6370.667

0.850.850.85

111

36.82357.49671.297

3699.79 184.99 C

T6 60.00-40.00

1467.60 2680.91 A B C

0.224 0.339 0.401

2.5172.1962.062

0.5960.6290.652

0.850.850.85

111

42.86863.32076.703

3732.96 186.65 C

T7 40.00-20.00

1467.60 3829.48 A B C

0.194 0.296

0.35

2.6172.307

2.17

0.5890.6150.633

0.850.850.85

111

42.08962.20575.169

3419.79 170.99 C

T8 20.00-0.00 1283.80 3948.61 A B

0.173 0.24

2.692.467

0.5850.599

0.850.85

11

42.68057.119

3343.98 167.20 C


Page16 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

C 0.284 2.34 0.611 0.85 1 68.171Sum Weight: 9595.70 16284.35 OTM 1757322.3

3 lb-ft24712.42

Tower Forces - With Ice - Wind Normal To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

538.85 669.78 A B C

0.244 0.226 0.591

2.4552.511

1.81

0.60.5960.748

111

111

11.26910.54129.409

1277.36 127.74 C

T2 140.00-120.00

1803.46 1268.88 A B C

0.365 0.4

0.658

2.1372.0631.779

0.6380.6520.791

111

111

34.62236.40168.053

2816.65 140.83 C

T3 120.00-100.00

2926.04 1715.74 A B C

0.356 0.646 0.794

2.1581.7831.812

0.6350.7830.892

111

111

39.25277.863

107.247

4309.22 215.46 C

T4 100.00-80.00

3127.50 2166.64 A B C

0.31 0.54

0.708

2.271.8531.777

0.6190.7190.825

111

111

43.35578.030

114.711

4267.61 213.38 C

T5 80.00-60.00

3127.50 2866.41 A B C

0.294 0.481 0.617

2.3121.9261.794

0.6140.6880.764

111

111

50.68382.661

115.006

4021.83 201.09 C

T6 60.00-40.00

3127.50 3721.00 A B C

0.284 0.443 0.558

2.341.9861.836

0.6110.67

0.729

111

111

57.60688.645

118.947

3866.76 193.34 C

T7 40.00-20.00

3127.50 4822.68 A B C

0.243 0.385 0.488

2.4592.0941.916

0.60.6460.692

111

111

55.85486.001

114.632

3452.54 172.63 C

T8 20.00-0.00 2596.12 5006.11 A B C

0.215 0.308 0.387

2.5462.274

2.09

0.5940.6190.646

111

111

56.30977.12899.355

3265.08 163.25 C


27277.05

Tower Forces - With Ice - Wind 60 To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

538.85 669.78 A B C

0.244 0.226 0.591

2.4552.511

1.81

0.60.5960.748

0.80.80.8

111

10.2719.542

28.245

1226.78 122.68 C

T2 140.00-120.00

1803.46 1268.88 A B C

0.365 0.4

0.658

2.1372.0631.779

0.6380.6520.791

0.80.80.8

111

31.78234.44765.929

2728.74 136.44 C

T3 120.00-100.00

2926.04 1715.74 A B

0.356 0.646

2.1581.783

0.6350.783

0.80.8

11

36.21775.661

4192.39 209.62 C


Page17 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

C 0.794 1.812 0.892 0.8 1 104.339T4

100.00-80.00 3127.50 2166.64 A

B C

0.31 0.54

0.708

2.271.8531.777

0.6190.7190.825

0.80.80.8

111

39.83075.294

111.058

4131.70 206.59 C

T5 80.00-60.00

3127.50 2866.41 A B C

0.294 0.481 0.617

2.3121.9261.794

0.6140.6880.764

0.80.80.8

111

46.19079.063

110.559

3866.31 193.32 C

T6 60.00-40.00

3127.50 3721.00 A B C

0.284 0.443 0.558

2.341.9861.836

0.6110.67

0.729

0.80.80.8

111

52.61884.520

113.952

3704.40 185.22 C

T7 40.00-20.00

3127.50 4822.68 A B C

0.243 0.385 0.488

2.4592.0941.916

0.60.6460.692

0.80.80.8

111

50.97381.832

109.496

3297.84 164.89 C

T8 20.00-0.00 2596.12 5006.11 A B C

0.215 0.308 0.387

2.5462.274

2.09

0.5940.6190.646

0.80.80.8

111

50.96872.30493.534

3073.78 153.69 C


26221.94

Tower Forces - With Ice - Wind 90 To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

538.85 669.78 A B C

0.244 0.226 0.591

2.4552.511

1.81

0.60.5960.748

0.850.850.85

111

10.5209.792

28.536

1239.43 123.94 C

T2 140.00-120.00

1803.46 1268.88 A B C

0.365 0.4

0.658

2.1372.0631.779

0.6380.6520.791

0.850.850.85

111

32.49234.93666.460

2750.72 137.54 C

T3 120.00-100.00

2926.04 1715.74 A B C

0.356 0.646 0.794

2.1581.7831.812

0.6350.7830.892

0.850.850.85

111

36.97676.211

105.066

4221.60 211.08 C

T4 100.00-80.00

3127.50 2166.64 A B C

0.31 0.54

0.708

2.271.8531.777

0.6190.7190.825

0.850.850.85

111

40.71175.978

111.971

4165.68 208.28 C

T5 80.00-60.00

3127.50 2866.41 A B C

0.294 0.481 0.617

2.3121.9261.794

0.6140.6880.764

0.850.850.85

111

47.31379.963

111.670

3905.19 195.26 C

T6 60.00-40.00

3127.50 3721.00 A B C

0.284 0.443 0.558

2.341.9861.836

0.6110.67

0.729

0.850.850.85

111

53.86585.551

115.201

3744.99 187.25 C

T7 40.00-20.00

3127.50 4822.68 A B C

0.243 0.385 0.488

2.4592.0941.916

0.60.6460.692

0.850.850.85

111

52.19382.874

110.780

3336.52 166.83 C

T8 20.00-0.00 2596.12 5006.11 A B C

0.215 0.308 0.387

2.5462.274

2.09

0.5940.6190.646

0.850.850.85

111

52.30373.51094.989

3121.61 156.08 C


26485.72


Page18 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Tower Forces - Service - Wind Normal To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

233.80 421.53 A B C

0.162 0.157 0.416

2.7282.7472.034

0.5830.5830.658

111

111

7.9707.784

19.122

619.96 62.00 C

T2 140.00-120.00

837.95 791.76 A B C

0.253 0.287 0.454

2.4282.3321.966

0.6030.6120.675

111

111

24.47725.79641.969

1275.31 63.77 C

T3 120.00-100.00

1369.75 1140.72 A B C

0.258 0.473 0.548

2.4151.9381.846

0.6040.6840.723

111

111

28.72951.39062.456

1698.34 84.92 C

T4 100.00-80.00

1467.60 1485.02 A B C

0.232 0.401 0.491

2.4922.0631.913

0.5980.6520.693

111

111

33.12854.41869.843

1858.39 92.92 C

T5 80.00-60.00

1467.60 1986.33 A B C

0.227 0.363 0.436

2.5092.1421.997

0.5960.6370.667

111

111

40.11260.33174.651

1930.23 96.51 C

T6 60.00-40.00

1467.60 2680.91 A B C

0.224 0.339 0.401

2.5172.1962.062

0.5960.6290.652

111

111

46.52566.53980.449

1950.88 97.54 C

T7 40.00-20.00

1467.60 3829.48 A B C

0.194 0.296

0.35

2.6172.307

2.17

0.5890.6150.633

111

111

45.65265.40578.937

1789.38 89.47 C

T8 20.00-0.00 1283.80 3948.61 A B C

0.173 0.24

0.284

2.692.467

2.34

0.5850.5990.611

111

111

46.57360.74972.393

1769.39 88.47 C


12891.87

Tower Forces - Service - Wind 60 To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

233.80 421.53 A B C

0.162 0.157 0.416

2.7282.7472.034

0.5830.5830.658

0.80.80.8

111

6.9726.786

17.924

581.12 58.11 C

T2 140.00-120.00

837.95 791.76 A B C

0.253 0.287 0.454

2.4282.3321.966

0.6030.6120.675

0.80.80.8

111

21.74723.77839.701

1206.40 60.32 C

T3 120.00-100.00

1369.75 1140.72 A B C

0.258 0.473 0.548

2.4151.9381.846

0.6040.6840.723

0.80.80.8

111

25.80949.03459.533

1618.87 80.94 C

T4 100.00-80.00

1467.60 1485.02 A B C

0.232 0.401 0.491

2.4922.0631.913

0.5980.6520.693

0.80.80.8

111

29.72351.54966.244

1762.63 88.13 C

T5 80.00-60.00

1467.60 1986.33 A B C

0.227 0.363 0.436

2.5092.1421.997

0.5960.6370.667

0.80.80.8

111

35.72656.55270.179

1814.58 90.73 C

T6 60.00-40.00

1467.60 2680.91 A B C

0.224 0.339 0.401

2.5172.1962.062

0.5960.6290.652

0.80.80.8

111

41.64962.24775.454

1829.73 91.49 C

T7 40.00-20.00

1467.60 3829.48 A B

0.194 0.296

2.6172.307

0.5890.615

0.80.8

11

40.90261.138

1675.51 83.78 C


Page19 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

C 0.35 2.17 0.633 0.8 1 73.914T8 20.00-0.00 1283.80 3948.61 A

B C

0.173 0.24

0.284

2.692.467

2.34

0.5850.5990.611

0.80.80.8

111

41.38255.90966.764

1631.81 81.59 C


12120.65

Tower Forces - Service - Wind 90 To Face

SectionElevation

ft

Add Weight

lb

SelfWeight

lb

Face

e CF

RR DF

DR

AE

ft2

F

lb

w

plf

Ctrl.Face

T1 150.00-140.00

233.80 421.53 A B C

0.162 0.157 0.416

2.7282.7472.034

0.5830.5830.658

0.850.850.85

111

7.2227.035

18.224

590.83 59.08 C

T2 140.00-120.00

837.95 791.76 A B C

0.253 0.287 0.454

2.4282.3321.966

0.6030.6120.675

0.850.850.85

111

22.42924.28240.268

1223.62 61.18 C

T3 120.00-100.00

1369.75 1140.72 A B C

0.258 0.473 0.548

2.4151.9381.846

0.6040.6840.723

0.850.850.85

111

26.53949.62360.264

1638.74 81.94 C

T4 100.00-80.00

1467.60 1485.02 A B C

0.232 0.401 0.491

2.4922.0631.913

0.5980.6520.693

0.850.850.85

111

30.57452.26667.144

1786.57 89.33 C

T5 80.00-60.00

1467.60 1986.33 A B C

0.227 0.363 0.436

2.5092.1421.997

0.5960.6370.667

0.850.850.85

111

36.82357.49671.297

1843.49 92.17 C

T6 60.00-40.00

1467.60 2680.91 A B C

0.224 0.339 0.401

2.5172.1962.062

0.5960.6290.652

0.850.850.85

111

42.86863.32076.703

1860.02 93.00 C

T7 40.00-20.00

1467.60 3829.48 A B C

0.194 0.296

0.35

2.6172.307

2.17

0.5890.6150.633

0.850.850.85

111

42.08962.20575.169

1703.98 85.20 C

T8 20.00-0.00 1283.80 3948.61 A B C

0.173 0.24

0.284

2.692.467

2.34

0.5850.5990.611

0.850.850.85

111

42.68057.11968.171

1666.20 83.31 C


12313.45

Force Totals

Load Case

VerticalForces

lb

Sum of Forces

Xlb

Sum of Forces

Zlb

Sum of OverturningMoments, Mx

lb-ft

Sum of OverturningMoments, Mz

lb-ft

Sum of Torques

lb-ft Leg Weight 10129.62 Bracing Weight 6154.73 Total Member Self-Weight 16284.35 9290.21 -12.10 Total Weight 30848.75 9290.21 -12.10 Wind 0 deg - No Ice 119.96 -36564.61 -3232785.20 -13192.03 6115.56


Page20 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Load Case

VerticalForces

lb

Sum of Forces

Xlb

Sum of Forces

Zlb

Sum of OverturningMoments, Mx

lb-ft

Sum of OverturningMoments, Mz

lb-ft

Sum of Torques

lb-ft Wind 30 deg - No Ice 17556.15 -30720.53 -2738675.79 -1561018.59 6865.23Wind 60 deg - No Ice 29953.08 -17612.29 -1572090.30 -2668460.16 6050.07Wind 90 deg - No Ice 34904.53 -119.96 -3889.73 -3099196.76 3851.29Wind 120 deg - No Ice 31173.56 18178.41 1618913.76 -2743738.41 482.99Wind 150 deg - No Ice 17348.37 30600.57 2744076.27 -1538190.27 -3013.94Wind 180 deg - No Ice -119.96 35016.80 3149222.91 13167.84 -5566.47Wind 210 deg - No Ice -17556.15 30720.53 2757256.21 1560994.39 -6865.23Wind 240 deg - No Ice -31293.52 18386.20 1641742.08 2756894.16 -6598.55Wind 270 deg - No Ice -34904.53 119.96 22470.15 3099172.56 -3851.29Wind 300 deg - No Ice -29833.12 -17404.51 -1549261.98 2655256.03 -483.60Wind 330 deg - No Ice -17348.37 -30600.57 -2725495.85 1538166.07 3013.94Member Ice 5952.88 Total Weight Ice 50371.50 21702.04 -6724.34 Wind 0 deg - Ice -31.21 -37507.55 -3347793.44 -2671.13 4796.12Wind 30 deg - Ice 18235.68 -31781.57 -2849260.78 -1649926.83 6236.13Wind 60 deg - Ice 31387.89 -18199.19 -1624833.49 -2841861.34 6165.27Wind 90 deg - Ice 36525.41 31.21 25755.25 -3300149.69 4623.76Wind 120 deg - Ice 32332.85 18780.80 1709959.96 -2906020.22 1787.92Wind 150 deg - Ice 18289.73 31812.78 2896718.07 -1656947.20 -1612.37Wind 180 deg - Ice 31.21 36452.44 3321793.47 -10777.56 -4443.07Wind 210 deg - Ice -18235.68 31781.57 2892664.86 1636478.15 -6236.13Wind 240 deg - Ice -32301.64 18726.75 1702939.59 2888518.32 -6584.04Wind 270 deg - Ice -36525.41 -31.21 17648.83 3286701.00 -4623.76Wind 300 deg - Ice -31419.10 -18253.24 -1631853.86 2832465.86 -1722.20Wind 330 deg - Ice -18289.73 -31812.78 -2853313.99 1643498.51 1612.37Total Weight 30848.75 9290.21 -12.10 Wind 0 deg - Service 59.77 -18219.04 -1616962.63 -4449.38 3047.20Wind 30 deg - Service 8747.70 -15307.12 -1370762.78 -775684.76 3420.74Wind 60 deg - Service 14924.72 -8775.67 -789488.35 -1327489.56 3014.57Wind 90 deg - Service 17391.88 -59.77 -8101.21 -1542112.63 1918.98Wind 120 deg - Service 15532.84 9057.76 800492.91 -1364998.44 240.66Wind 150 deg - Service 8644.17 15247.34 1361127.52 -764310.09 -1501.76Wind 180 deg - Service -59.77 17447.82 1562999.89 8684.95 -2773.60Wind 210 deg - Service -8747.70 15307.12 1367694.68 779920.33 -3420.74Wind 240 deg - Service -15592.62 9161.29 811867.57 1375801.18 -3287.86Wind 270 deg - Service -17391.88 59.77 5033.12 1546348.21 -1918.98Wind 300 deg - Service -14864.94 -8672.14 -778113.69 1325157.96 -240.96Wind 330 deg - Service -8644.17 -15247.34 -1364195.62 768545.66 1501.76

Load Combinations Comb.

No.Description

1 Dead Only 2 Dead+Wind 0 deg - No Ice 3 Dead+Wind 30 deg - No Ice 4 Dead+Wind 60 deg - No Ice 5 Dead+Wind 90 deg - No Ice 6 Dead+Wind 120 deg - No Ice 7 Dead+Wind 150 deg - No Ice 8 Dead+Wind 180 deg - No Ice 9 Dead+Wind 210 deg - No Ice 10 Dead+Wind 240 deg - No Ice 11 Dead+Wind 270 deg - No Ice 12 Dead+Wind 300 deg - No Ice 13 Dead+Wind 330 deg - No Ice


Page21 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Comb.No.

Description

14 Dead+Ice+Temp 15 Dead+Wind 0 deg+Ice+Temp 16 Dead+Wind 30 deg+Ice+Temp 17 Dead+Wind 60 deg+Ice+Temp 18 Dead+Wind 90 deg+Ice+Temp 19 Dead+Wind 120 deg+Ice+Temp 20 Dead+Wind 150 deg+Ice+Temp 21 Dead+Wind 180 deg+Ice+Temp 22 Dead+Wind 210 deg+Ice+Temp 23 Dead+Wind 240 deg+Ice+Temp 24 Dead+Wind 270 deg+Ice+Temp 25 Dead+Wind 300 deg+Ice+Temp 26 Dead+Wind 330 deg+Ice+Temp 27 Dead+Wind 0 deg - Service 28 Dead+Wind 30 deg - Service 29 Dead+Wind 60 deg - Service 30 Dead+Wind 90 deg - Service 31 Dead+Wind 120 deg - Service 32 Dead+Wind 150 deg - Service 33 Dead+Wind 180 deg - Service 34 Dead+Wind 210 deg - Service 35 Dead+Wind 240 deg - Service 36 Dead+Wind 270 deg - Service 37 Dead+Wind 300 deg - Service 38 Dead+Wind 330 deg - Service

Maximum Reactions

Location Condition Gov. Load

Comb.

Verticallb

Horizontal, X lb

Horizontal, Z lb

Leg C Max. Vert 23 232787.05 17953.48 -10095.48 Max. Hx 10 216648.22 19206.41 -10846.44 Max. Hz 17 -194092.05 -20112.03 11409.43 Min. Vert 17 -194092.05 -20112.03 11409.43 Min. Hx 17 -194092.05 -20112.03 11409.43 Min. Hz 10 216648.22 19206.41 -10846.44

Leg B Max. Vert 19 233989.30 -17915.12 -10257.99 Max. Hx 25 -193795.29 20061.39 11540.00 Max. Hz 25 -193795.29 20061.39 11540.00 Min. Vert 25 -193795.29 20061.39 11540.00 Min. Hx 6 215181.15 -19003.71 -10944.32 Min. Hz 6 215181.15 -19003.71 -10944.32

Leg A Max. Vert 15 232453.81 159.92 20671.57 Max. Hx 11 8837.62 2520.49 634.35 Max. Hz 2 218218.24 186.09 22215.01 Min. Vert 21 -197199.51 -138.37 -23264.10 Min. Hx 5 10532.85 -2519.97 782.14 Min. Hz 21 -197199.51 -138.37 -23264.10

Tower Mast Reaction Summary

Load Combination

Vertical

lb

Shearx

lb

Shearz

lb

Overturning Moment, Mx

lb-ft

Overturning Moment, Mz

lb-ft

Torque

lb-ft


Page22 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Load Combination

Vertical

lb

Shearx

lb

Shearz

lb

Overturning Moment, Mx

lb-ft

Overturning Moment, Mz

lb-ft

Torque

lb-ft Dead Only 30848.75 0.69 0.00 9290.33 -12.93 -7.18Dead+Wind 0 deg - No Ice 30848.75 119.96 -36564.28 -3241390.97 -13232.13 6110.37Dead+Wind 30 deg - No Ice 30848.75 17555.97 -30720.25 -2746000.61 -1565180.71 6876.94Dead+Wind 60 deg - No Ice 30848.75 29952.78 -17612.12 -1576297.25 -2675579.22 6071.51Dead+Wind 90 deg - No Ice 30848.75 34904.20 -119.95 -3896.01 -3107448.32 3877.15Dead+Wind 120 deg - No Ice 30848.75 31173.28 18178.25 1623219.39 -2751002.02 510.69Dead+Wind 150 deg - No Ice 30848.75 17348.22 30600.27 2751407.54 -1542285.80 -2992.60Dead+Wind 180 deg - No Ice 30848.75 -119.96 35016.45 3157648.72 13197.75 -5560.67Dead+Wind 210 deg - No Ice 30848.75 -17556.00 30720.23 2764626.08 1565143.16 -6876.71Dead+Wind 240 deg - No Ice 30848.75 -31293.24 18386.03 1646111.92 2764192.28 -6621.04Dead+Wind 270 deg - No Ice 30848.75 -34904.20 119.98 22529.98 3107429.60 -3877.87Dead+Wind 300 deg - No Ice 30848.75 -29832.82 -17404.34 -1553417.87 2662343.72 -510.82Dead+Wind 330 deg - No Ice 30848.75 -17348.19 -30600.28 -2732794.41 1542264.16 2993.12Dead+Ice+Temp 50371.50 -0.00 -0.00 21704.02 -6727.60 -0.03Dead+Wind 0 deg+Ice+Temp 50371.50 -31.21 -37506.99 -3361858.28 -2677.87 4821.96Dead+Wind 30 deg+Ice+Temp 50371.50 18235.37 -31781.09 -2861267.35 -1656863.99 6300.95Dead+Wind 60 deg+Ice+Temp 50371.50 31387.38 -18198.90 -1631692.86 -2853827.58 6243.71Dead+Wind 90 deg+Ice+Temp 50371.50 36524.84 31.23 25854.72 -3314024.19 4701.49Dead+Wind 120 deg+Ice+Temp 50371.50 32332.37 18780.52 1717123.05 -2918196.88 1845.47Dead+Wind 150 deg+Ice+Temp 50371.50 18289.47 31812.26 2908892.49 -1663910.27 -1591.71Dead+Wind 180 deg+Ice+Temp 50371.50 31.21 36451.83 3335774.13 -10821.49 -4464.65Dead+Wind 210 deg+Ice+Temp 50371.50 -18235.42 31781.05 2904821.21 1643358.07 -6301.10Dead+Wind 240 deg+Ice+Temp 50371.50 -32301.17 18726.46 1710070.41 2900628.21 -6667.42Dead+Wind 270 deg+Ice+Temp 50371.50 -36524.84 -31.19 17707.88 3300529.21 -4701.54Dead+Wind 300 deg+Ice+Temp 50371.50 -31418.59 -18252.97 -1638752.40 2844410.00 -1778.92Dead+Wind 330 deg+Ice+Temp 50371.50 -18289.42 -31812.29 -2865342.39 1650419.63 1591.93Dead+Wind 0 deg - Service 30848.75 59.77 -18218.87 -1610445.51 -6595.36 3044.82Dead+Wind 30 deg - Service 30848.75 8747.62 -15306.97 -1363600.67 -779897.21 3423.09Dead+Wind 60 deg - Service 30848.75 14924.57 -8775.59 -780763.40 -1333179.65 3025.20Dead+Wind 90 deg - Service 30848.75 17391.71 -59.77 2725.01 -1548374.53 1935.95Dead+Wind 120 deg - Service 30848.75 15532.70 9057.67 813483.70 -1370769.40 254.50Dead+Wind 150 deg - Service 30848.75 8644.09 15247.19 1375634.58 -768489.00 -1495.19Dead+Wind 180 deg - Service 30848.75 -59.77 17447.64 1578050.95 6573.19 -2770.73Dead+Wind 210 deg - Service 30848.75 -8747.62 15306.96 1382219.76 779871.96 -3423.01Dead+Wind 240 deg - Service 30848.75 -15592.47 9161.20 824888.51 1377334.09 -3299.31Dead+Wind 270 deg - Service 30848.75 -17391.71 59.78 15892.43 1548355.98 -1936.09Dead+Wind 300 deg - Service 30848.75 -14864.80 -8672.06 -769361.64 1326576.19 -254.46Dead+Wind 330 deg - Service 30848.75 -8644.09 -15247.20 -1357018.49 768471.85 1495.26

Solution Summary

LoadComb.

Sum of Applied Forces Sum of Reactions % Error PX

lbPY lb

PZ lb

PX lb

PY lb

PZ lb

1 -0.00 -30848.75 -0.00 -0.69 30848.75 -0.00 0.002% 2 119.96 -30848.75 -36564.61 -119.96 30848.75 36564.28 0.001% 3 17556.15 -30848.75 -30720.53 -17555.97 30848.75 30720.25 0.001% 4 29953.08 -30848.75 -17612.29 -29952.78 30848.75 17612.12 0.001% 5 34904.53 -30848.75 -119.96 -34904.20 30848.75 119.95 0.001% 6 31173.56 -30848.75 18178.41 -31173.28 30848.75 -18178.25 0.001% 7 17348.37 -30848.75 30600.57 -17348.22 30848.75 -30600.27 0.001% 8 -119.96 -30848.75 35016.80 119.96 30848.75 -35016.45 0.001% 9 -17556.15 -30848.75 30720.53 17556.00 30848.75 -30720.23 0.001% 10 -31293.52 -30848.75 18386.20 31293.24 30848.75 -18386.03 0.001% 11 -34904.53 -30848.75 119.96 34904.20 30848.75 -119.98 0.001% 12 -29833.12 -30848.75 -17404.51 29832.82 30848.75 17404.34 0.001% 13 -17348.37 -30848.75 -30600.57 17348.19 30848.75 30600.28 0.001% 14 -0.00 -50371.50 -0.00 0.00 50371.50 0.00 0.000%


Page23 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

LoadComb.

Sum of Applied Forces Sum of Reactions % Error PX

lbPY lb

PZ lb

PX lb

PY lb

PZ lb

15 -31.21 -50371.50 -37507.55 31.21 50371.50 37506.99 0.001% 16 18235.68 -50371.50 -31781.57 -18235.37 50371.50 31781.09 0.001% 17 31387.89 -50371.50 -18199.19 -31387.38 50371.50 18198.90 0.001% 18 36525.41 -50371.50 31.21 -36524.84 50371.50 -31.23 0.001% 19 32332.85 -50371.50 18780.80 -32332.37 50371.50 -18780.52 0.001% 20 18289.73 -50371.50 31812.78 -18289.47 50371.50 -31812.26 0.001% 21 31.21 -50371.50 36452.43 -31.21 50371.50 -36451.83 0.001% 22 -18235.68 -50371.50 31781.57 18235.42 50371.50 -31781.05 0.001% 23 -32301.64 -50371.50 18726.75 32301.17 50371.50 -18726.46 0.001% 24 -36525.41 -50371.50 -31.21 36524.84 50371.50 31.19 0.001% 25 -31419.10 -50371.50 -18253.24 31418.59 50371.50 18252.97 0.001% 26 -18289.73 -50371.50 -31812.78 18289.42 50371.50 31812.29 0.001% 27 59.77 -30848.75 -18219.04 -59.77 30848.75 18218.87 0.000% 28 8747.70 -30848.75 -15307.12 -8747.62 30848.75 15306.97 0.000% 29 14924.72 -30848.75 -8775.67 -14924.57 30848.75 8775.59 0.000% 30 17391.88 -30848.75 -59.77 -17391.71 30848.75 59.77 0.000% 31 15532.84 -30848.75 9057.76 -15532.70 30848.75 -9057.67 0.000% 32 8644.17 -30848.75 15247.34 -8644.09 30848.75 -15247.19 0.000% 33 -59.77 -30848.75 17447.82 59.77 30848.75 -17447.64 0.000% 34 -8747.70 -30848.75 15307.12 8747.62 30848.75 -15306.96 0.000% 35 -15592.62 -30848.75 9161.29 15592.47 30848.75 -9161.20 0.000% 36 -17391.88 -30848.75 59.77 17391.71 30848.75 -59.78 0.000% 37 -14864.94 -30848.75 -8672.14 14864.80 30848.75 8672.06 0.000% 38 -8644.17 -30848.75 -15247.34 8644.09 30848.75 15247.20 0.000%

Non-Linear Convergence Results

Load Combination

Converged? Number of Cycles

DisplacementTolerance

ForceTolerance

1 Yes 4 0.00000001 0.00002494 2 Yes 4 0.00000001 0.00007929 3 Yes 4 0.00000001 0.00008213 4 Yes 4 0.00000001 0.00008482 5 Yes 4 0.00000001 0.00008218 6 Yes 4 0.00000001 0.00007925 7 Yes 4 0.00000001 0.00008238 8 Yes 4 0.00000001 0.00008495 9 Yes 4 0.00000001 0.00008221 10 Yes 4 0.00000001 0.00007912 11 Yes 4 0.00000001 0.00008211 12 Yes 4 0.00000001 0.00008490 13 Yes 4 0.00000001 0.00008223 14 Yes 4 0.00000001 0.00000001 15 Yes 4 0.00000001 0.00013827 16 Yes 4 0.00000001 0.00014156 17 Yes 4 0.00000001 0.00014454 18 Yes 4 0.00000001 0.00014138 19 Yes 4 0.00000001 0.00013807 20 Yes 4 0.00000001 0.00014144 21 Yes 4 0.00000001 0.00014446 22 Yes 4 0.00000001 0.00014147 23 Yes 4 0.00000001 0.00013809 24 Yes 4 0.00000001 0.00014141 25 Yes 4 0.00000001 0.00014472 26 Yes 4 0.00000001 0.00014156 27 Yes 4 0.00000001 0.00008177


Page24 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

28 Yes 4 0.00000001 0.00008315 29 Yes 4 0.00000001 0.00008438 30 Yes 4 0.00000001 0.00008297 31 Yes 4 0.00000001 0.00008152 32 Yes 4 0.00000001 0.00008320 33 Yes 4 0.00000001 0.00008453 34 Yes 4 0.00000001 0.00008311 35 Yes 4 0.00000001 0.00008147 36 Yes 4 0.00000001 0.00008299 37 Yes 4 0.00000001 0.00008450 38 Yes 4 0.00000001 0.00008326

Maximum Tower Deflections - Service Wind

SectionNo.

Elevation

ft

Horz.Deflection

in

Gov.Load

Comb.

Tilt

°

Twist

°T1 150 - 140 5.990 27 0.3884 0.0219 T2 140 - 120 5.131 27 0.3838 0.0189 T3 120 - 100 3.534 27 0.3182 0.0120 T4 100 - 80 2.266 27 0.2398 0.0089 T5 80 - 60 1.349 27 0.1649 0.0072 T6 60 - 40 0.734 27 0.1017 0.0052 T7 40 - 20 0.336 27 0.0585 0.0030 T8 20 - 0 0.109 27 0.0294 0.0015

Critical Deflections and Radius of Curvature - Service Wind

Elevation

ft

Appurtenance Gov. Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of Curvature

ft150.00 RFS APX16DWV-16DWVS-E-A20 27 5.990 0.3884 0.0219 79756 140.00 KMW

ET-X-TU-42-15-37-18-IR-RA 27 5.131 0.3838 0.0189 39927

127.50 Antel BXA-70063/6CF-2 27 4.103 0.3484 0.0144 17171 115.00 Powerwave 7770.00 27 3.183 0.2980 0.0109 12922

Maximum Tower Deflections - Design Wind

SectionNo.

Elevation

ft

Horz.Deflection

in

Gov.Load

Comb.

Tilt

°

Twist

°T1 150 - 140 12.435 19 0.8003 0.0440 T2 140 - 120 10.667 19 0.7899 0.0379 T3 120 - 100 7.383 19 0.6575 0.0241 T4 100 - 80 4.757 19 0.4998 0.0178 T5 80 - 60 2.836 19 0.3462 0.0144 T6 60 - 40 1.541 19 0.2142 0.0104 T7 40 - 20 0.703 19 0.1234 0.0060 T8 20 - 0 0.225 15 0.0620 0.0031


Page25 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Critical Deflections and Radius of Curvature - Design Wind

Elevation

ft

Appurtenance Gov. Load

Comb.

Deflection

in

Tilt

°

Twist

°

Radius of Curvature

ft150.00 RFS APX16DWV-16DWVS-E-A20 19 12.435 0.8003 0.0440 37716 140.00 KMW

ET-X-TU-42-15-37-18-IR-RA 19 10.667 0.7899 0.0379 18936

127.50 Antel BXA-70063/6CF-2 19 8.553 0.7182 0.0289 8537 115.00 Powerwave 7770.00 19 6.658 0.6171 0.0218 6443

Bolt Design Data

SectionNo.

Elevation

ft

Component Type

BoltGrade

Bolt Size

in

NumberOf

Bolts

MaximumLoad per

Boltlb

AllowableLoad

lb

RatioLoad

Allowable

AllowableRatio

Criteria

T1 150 Leg A325N 0.7500 4 1401.06 19418.00 0.072 1.333 Bolt Tension

Diagonal A325N 0.5000 1 1900.45 4123.34 0.461 1.333 Bolt Shear


Diagonal A325N 0.6250 1 5449.08 6117.19 0.891 1.333 Member Bearing











T8 20 Leg F1554-36 1.5000 8 24782.90 33823.20 0.733 1.333 Bolt Tension


Compression Checks

Leg Design Data (Compression)


Page26 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

SectionNo.

Elevation

ft

Size L

ft

Lu

ft

Kl/r Fa

ksi

A

in2

Actual Plb

Allow.Pa

lb

RatioPPa

T1 150 - 140 P2.5x.203 10.00 0.67 8.4 K=1.00

31.707 1.7040 -7599.80 54030.80 0.141

T2 140 - 120 P2.5x.203 20.00 4.67 59.1 K=1.00

24.270 1.7040 -35055.60 41357.70 0.848

T3 120 - 100 P4x.237 20.03 4.67 37.2 K=1.00

28.107 3.1741 -74565.00 89211.40 0.836

T4 100 - 80 P5x.258 20.03 6.26 40.0 K=1.00

27.658 4.2999 -115066.00 118925.00 0.968

T5 80 - 60 P6x.28 20.03 6.26 33.5 K=1.00

28.667 5.5813 -147382.00 160002.00 0.921

T6 60 - 40 P8x.322 20.03 6.26 25.6 K=1.00

29.771 8.3993 -178035.00 250055.00 0.712

T7 40 - 20 P8x.5 20.03 9.35 39.0 K=1.00

27.821 12.7627 -200671.00 355075.00 0.565

T8 20 - 0 P8x.5 20.03 9.35 39.0 K=1.00

27.821 12.7627 -228965.00 355075.00 0.645

Diagonal Design Data (Compression)

SectionNo.

Elevation

ft

Size L

ft

Lu

ft

Kl/r Fa

ksi

A

in2

Actual Plb

Allow.Pa

lb

RatioPPa

T1 150 - 140 L1 1/2x1 1/2x3/16 7.40 3.42 139.8 K=1.00

7.641 0.5273 -1848.16 4029.59 0.459

T2 140 - 120 L2x2x3/16 7.60 3.51 110.3 K=1.03

11.637 0.7150 -5444.89 8320.76 0.654

T3 120 - 100 L2x2x3/16 9.00 4.28 130.5 K=1.00

8.771 0.7150 -5453.01 6271.25 0.870

T4 100 - 80 L2 1/2x2 1/2x3/16 11.48 5.51 133.7 K=1.00

8.359 0.9020 -5894.15 7540.03 0.782

T5 80 - 60 L3x3x3/16 13.20 6.33 127.4 K=1.00

9.196 1.0900 -6188.66 10023.70 0.617

T6 60 - 40 L3x3x3/16 14.99 7.14 143.7 K=1.00

7.232 1.0900 -6498.05 7883.35 0.824

T7 40 - 20 L3 1/2x3 1/2x1/4 17.27 8.35 144.4 K=1.00

7.165 1.6900 -7850.70 12109.70 0.648

T8 20 - 0 L3 1/2x3 1/2x1/4 18.99 9.21 159.2 K=1.00

5.890 1.6900 -8767.37 9954.30 0.881

Top Girt Design Data (Compression)

SectionNo.

Elevation

ft

Size L

ft

Lu

ft

Kl/r Fa

ksi

A

in2

Actual Plb

Allow.Palb

RatioPPa

T1 150 - 140 L3x3x1/4 6.00 5.76 118.4 K=1.01

10.513 1.4400 -423.58 15138.80 0.028


Page27 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Tension Checks

Leg Design Data (Tension)

SectionNo.

Elevation

ft

Size L

ft

Lu

ft

Kl/r Fa

ksi

A

in2

Actual Plb

Allow.Pa

lb

RatioPPa

T1 150 - 140 P2.5x.203 10.00 0.67 8.4 32.400 1.7040 5604.25 55211.20 0.102

T2 140 - 120 P2.5x.203 20.00 0.67 8.4 32.400 1.7040 34709.40 55211.20 0.629

T3 120 - 100 P4x.237 20.03 0.67 5.3 32.400 3.1741 69017.00 102839.00 0.671

T4 100 - 80 P5x.258 20.03 0.63 4.0 32.400 4.2999 99883.50 139316.00 0.717

T5 80 - 60 P6x.28 20.03 0.63 3.3 32.400 5.5813 127645.00 180836.00 0.706

T6 60 - 40 P8x.322 20.03 0.63 2.6 32.400 8.3993 153130.00 272136.00 0.563

T7 40 - 20 P8x.5 20.03 0.67 2.8 32.400 12.7627 176476.00 413512.00 0.427

T8 20 - 0 P8x.5 20.03 0.67 2.8 32.400 12.7627 198263.00 413512.00 0.479

Diagonal Design Data (Tension)

SectionNo.

Elevation

ft

Size L

ft

Lu

ft

Kl/r Fa

ksi

A

in2

Actual Plb

Allow.Palb

RatioPPa

T1 150 - 140 L1 1/2x1 1/2x3/16 7.40 3.42 93.4 29.000 0.3076 1900.45 8920.90 0.213

T2 140 - 120 L2x2x3/16 7.60 3.51 71.0 29.000 0.4308 5449.08 12492.70 0.436

T3 120 - 100 L2x2x3/16 9.00 4.28 86.0 29.000 0.4308 5497.92 12492.70 0.440

T4 100 - 80 L2 1/2x2 1/2x3/16 10.45 5.01 79.3 29.000 0.5710 5950.79 16559.90 0.359

T5 80 - 60 L3x3x3/16 12.11 5.79 75.7 29.000 0.7120 6157.59 20648.90 0.298

T6 60 - 40 L3x3x3/16 14.99 7.14 92.9 29.000 0.7120 6856.69 20648.90 0.332

T7 40 - 20 L3 1/2x3 1/2x1/4 18.07 8.74 97.8 29.000 1.1034 8080.66 31999.70 0.253

T8 20 - 0 L3 1/2x3 1/2x1/4 19.81 9.61 107.4 29.000 1.1034 9332.82 31999.70 0.292


Page28 of 28

Project 215-35024

Date22:32:18 03/18/15

Phone: FAX:

ClientCDT

Designed byFAN

Top Girt Design Data (Tension)

SectionNo.

Elevation

ft

Size L

ft

Lu

ft

Kl/r Fa

ksi

A

in2

Actual Plb

Allow.Pa

lb

RatioPPa

T1 150 - 140 L3x3x1/4 6.00 5.76 74.3 21.600 1.4400 397.35 31104.00 0.013

Section Capacity Table Section

No.Elevation

ftComponent

TypeSize Critical

Element Plb

SF*Pallow lb

%Capacity

PassFail

T1 150 - 140 Leg P2.5x.203 2 -7599.80 72023.05 10.6 Pass Diagonal L1 1/2x1 1/2x3/16 7 -1848.16 5371.44 34.4

34.6 (b) Pass

Top Girt L3x3x1/4 4 -423.58 20180.02 2.1 Pass T2 140 - 120 Leg P2.5x.203 20 -35055.60 55129.81 63.6 Pass

Diagonal L2x2x3/16 24 -5444.89 11091.57 49.1 66.8 (b)

Pass

T3 120 - 100 Leg P4x.237 47 -74565.00 118918.79 62.7 Pass Diagonal L2x2x3/16 53 -5453.01 8359.58 65.2

67.4 (b) Pass

T4 100 - 80 Leg P5x.258 74 -115066.00 158527.02 72.6 Pass Diagonal L2 1/2x2 1/2x3/16 76 -5894.15 10050.86 58.6

73.0 (b) Pass


75.5 (b) Pass


84.1 (b) Pass

T7 40 - 20 Leg P8x.5 137 -200671.00 473314.96 42.4 Pass Diagonal L3 1/2x3 1/2x1/4 145 -7850.70 16142.23 48.6

66.9 (b) Pass

T8 20 - 0 Leg P8x.5 152 -228965.00 473314.96 48.4 55.0 (b)

Pass

Diagonal L3 1/2x3 1/2x1/4 160 -8767.37 13269.08 66.1 77.3 (b)

Pass

Summary Leg (T4) 72.6 Pass Diagonal

(T6) 84.1 Pass

Top Girt (T1)

2.1 Pass

Bolt Checks 84.1 Pass RATING = 84.1 Pass

Site Name:Client:Project Number:Date:

Design Base Loads (Unfactored)

Moment (Overturning) (Mu): 0.0 k ftShear/Leg (Vu): 23.3 kCompression/Leg (Pu): 234.0 kUplift/Leg (Tu): 197.2 kTower Type (GT / SST / MP): SSTDiameter of Caisson (d): 3.5 ftLength of Caisson (l): 4.3 ftCaisson Height Above Ground (h): 0.5 ftDepth Below Ground Surface to Water Table (w): 100.0 ftUnit Weight of Concrete: 150.0 pcfUnit Weight of Soil: 135.0 pcfUnit Weight of Water: 62.4 pcfUltimate Compressive Bearing Pressure: 60000 psfCapacity Increase (Due to Transient Loads): 1.00Pullout Angle: 30.0 degreesRod Diameter: 1.00 inRod Ultimate Strength: 150 ksiRod Net Area: 0.85 in2

Number of Rods: 5Diameter of Cored Hole: 3.00 inUltimate Grout / Rock Interface Bond Strength: 250 psiRod Embedment Length: 78 inRod Exposure Above Lock Off Nut in Foundation: 60 inRod Embedment Circle: 26 inFree Stress Length: 150 inLock Off Load: 89 kVolume of Concrete: 41.7 ft3

Weight of Concrete (Buoyancy Effect Considered): 6.3 kCompressive Bearing Resistance: 577.3 kPullout Weight: 711.9 kRod Bond Strength: 918.9 kWilliams Rod Strength: 637.5 kMaximum Lock Off Load: 95.6 k > Design Lock Off Load, OKNominal Uplift Capacity per Leg (Factor of Safety 2.0): 318.8 kNominal Compressive Capacity per Leg (Factor of Safety 2.0): 288.6 kTu: 197.2 kPu: 234.7 kTu/TAllowable: 0.62 Result: OKPu/PAllowable: 0.81 Result: OK

Norwich, CTCDT

215 350243/18/2015

Lateral Capacity

Increment Soil CohesionTop Bottom (psf/ft) (pcf) (psf) (degree)0.0 0.5 100.0 100 0 00.5 1.0 100.0 100 0 01.0 1.5 100.0 100 0 01.5 2.5 567.5 135 10000 382.5 3.0 567.5 135 10000 383.0 3.5 567.5 135 10000 383.5 3.9 567.5 135 10000 383.9 3.8 567.5 135 10000 38

Total Lateral Resistance: 461.1 kInflection Point (Below Ground Surface): 3.8 ftDesign Overturning Moment At Inflection Point (Muip): 100.8 k ftNominal Moment Capacity per Leg (Factor of Safety 2.0): 206.9 k ftMuip/MAllowable: 0.49 Result: OK

Caisson Strength Capacity

Concrete Compressive Strength (f'c): 3000 psiVertical Steel Rebar Size #: 6# of Vertical Steel Rebars: 23Vertical Steel Rebar Yield Strength (Fy): 60 ksiHorizontal Tie / Stirrup Size #: 4Horizontal Tie / Stirrup Spacing: 12.0 inHorizontal Tie / Stirrup Steel Yield Strength (Fy): 40 ksiLoad Factor: 1.30Design Moment (Mu): 131.1 k ftNominal Moment Capacity ( BMn): 692.9 k ftMu/ BMn: 0.19 Result: OKDesign Shear (Vu): 30.2 kNominal Shear Capacity ( VVn): 158.6 kVu/ VVn: 0.19 Result: OKDesign Tension (Tu): 256.4 kNominal Tension Capacity ( TTn): 546.5 kTu/ TTn: 0.47 Result: OKDesign Compression (Pu): 304.2 kNominal Compression Capacity ( PPn): 2145.5 kPu/ PPn: 0.14 Result: OK

Depth (ft) Ultimate LateralBearing Pressure (psf)

0.047.9100.041636.642204.142274.642327.642389.4

RAMAX

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Site ID

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Site Type

Antenna

Number Antenna Make Antenna Model Radio Type Frequency Band Technology

Power

Out Per

Channel

(Watts)

Number of

Channels

Composite

Power

Antenna Gain

(10 db

reduction)

Antenna

Height (ft)

analysis

height Cable Size

Cable Loss

(dB)

Additional

Loss (dB) ERP

Power

Density

Percentage

1a RFS ET‐X‐TU‐42‐15‐37‐18‐IR‐RA RRH 1900 MHz CDMA / LTE 45 7 315 5.9 140 134 1/2 " 0.5 0 1092.22 2.19%

1a RFS ET‐X‐TU‐42‐15‐37‐18‐IR‐RA RRH 850 MHz CDMA / LTE 50 2 100 2.9 140 134 1/2 " 0.5 0 173.78 0.61%

2.80%

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Power

Out Per

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Number of

Channels

Composite

Power

Antenna Gain

(10 db

reduction)

Antenna

Height (ft)

analysis

height Cable Size

Cable Loss

(dB)

Additional

Loss (dB) ERP

Power

Density

Percentage

2a RFS APXVSPP18‐C‐A20 RRH 1900 MHz CDMA / LTE 45 7 315 5.9 140 134 1/2 " 0.5 0 1092.22 2.19%

2a RFS APXVSPP18‐C‐A20 RRH 850 MHz CDMA / LTE 50 2 100 3.4 140 134 1/2 " 0.5 0 194.98 0.69%

2.88%

Antenna


Power

Out Per

Channel

(Watts)

Number of

Channels

Composite

Power

Antenna Gain

(10 db

reduction)

Antenna

Height (ft)

analysis

height Cable Size

Cable Loss

(dB)

Additional

Loss (dB) ERP

Power

Density

Percentage

3a RFS APXV9ERR18‐C‐A20 RRH 1900 MHz CDMA / LTE 45 7 315 4.9 140 134 1/2 " 0.5 0 867.58 1.74%

3a RFS APXV9ERR18‐C‐A20 RRH 850 MHz CDMA / LTE 50 2 100 1.9 140 134 1/2 " 0.5 0 138.04 0.49%

2.22%

Aquis Paging 1.66%

Sector total Power Density Value:

Site Composite MPE %

Total Site MPE % 51.06%

3.78%

29.26%

MPE %

8.63%

4.34%

Verizon Wireless

Carrier

Sprint

Metro PCS

Sector 1

Sector 2

Sector 3

2 Hinkley Hill Road, Preston, CT, 06360

CT23XC114 ‐ Montville / Norwich CDT

Self Support Tower



T‐Mobile

Verizon Paging 1.59%

TSR Paging 1.80%

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A. NUDD CORPORATION 1743 ROUTE 104, BOX 577 ONTARIO, NY 14519 (315) 524-2531 FAX (315) 524-4249 ...

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Transcript of A. NUDD CORPORATION 1743 ROUTE 104, BOX 577 ONTARIO, NY 14519 (315) 524-2531 FAX (315) 524-4249 ...